HomeMy WebLinkAboutR-394967C7
CM
0
LLJ
U
N
v7
W
N
w
v
ry
Q
m
0
Q
0
Q
O
rn
M
N
O
N
Ln
N
M
M
i
�1
70
a-
u
u7
N
N
a)
a�
V)
0
U
1-11
a�
r�
a
a
0
a�
Ln
N
N
i
00
U
L
�I
w
■■
I I
I
I
I
I c�
@G5.F K I
RAD=1c
A=41°0
L=11.2
I
I I
■
RAD=20.76'
A=13°50'08'
I L=5.01--�
I
I
I
I RAD=21•
A=14°0E
L= 5.4
STA C12+91,
END CURB A�
qTO ('1')4-Qa '7(1' PT
SHATTUCK AVE S AND S 3RD ST — SE CORNER PLAN
SCALE: 1"=5'
KEY NOTES
OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO
NEAREST JOINT PAST MATCH LINE.
OCONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD
PLAN F-40.15-03
OFURNISH AND INSTALL RED DETECTABLE WARNING
SURFACE PER WSDOT STD PLAN F-45.10-02
OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101
AND 103.
OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN
102
OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE
ROADSIDE DETAIL SHT R-40
OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED
GRADE, BY OTHERS
12 PROTECT EXIST PEDESTRIAN SIGNAL POLE
13 PROTECT EXIST UTILITY VAULT/BOX
14 PROTECT EXIST PED PUSH BUTTON
19 REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS
20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK
LINE PER COR STD PLAN 127
22 PROTECT EXIST BUILDING
NOTICE ARC RECORD
0 Y2 1 DESIGNED DRAWINGS
ARC
DRAWN murraysmirth
IF THIS BAR DOES SEE NOTE ON
NOT MEASURE 1" TTT
THEN DRAWING IS CHECKED COVER SHEET
1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE
NO. DATE BY REVISION
i
I
I
I
I
c
I
I
IRIM EL=30.8
I
TC=31.28�
oo FL=30.83
I
TC=30.76
FL=30.76�
EL=30.77—,,,
EL=30.81±�
MATCH EXIST I
Ti-1.
EL=30.76±
MATCH EXIST
EL=30.71
TC=30.70
FL=30.70
EL=30.76f_,,--"-
MATCH EXIST
EL=30.63E
o MATCH EXIST
I
I
I
I
I
N
0
I
EL=30.96E
MATCH EXIST
TC=31.3 EXIST
FL=30.9 EXIST
v EL=31.41E
MATCH EXIST
• \EL=31.40E
. • o
LI MATCH EXIST
EL=31.44E
c MATCH EXIST
EL=31.54E
1.7°�° MATCH EXIST
w
EL=31.38E
MATCH EXIST
SHATTUCK AVE S AND S 3RD ST — SE CORNER GRADING
SCALE: 1"=5'
CURB RAMP LEGEND
SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE)
—0- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE)
F0701 TRUNCATED DOME DETECTABLE WARNING SURFACE
® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS
RENTON DOWNTOWN
• UTILITY
'D IMPROVEMENTS
PROJECT
r'--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM
L__J
FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE
REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP
REPLACEMENT SECTION DETAIL, SHT. R-40)
� PAY LIMIT
CURB RAMP DETAILS — 3
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE
R-394967
SHEET
R-33
113 Of 121
January 2021